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In: Proceedings of the Sixteenth (2006) International Offshore and Polar Engineering Conference, San Francisco, ISBN 1-880653-66-4. pp. 457–462
Ocean Engineering 37 (2010) 1380–1388
In: Proceedings of the Institution of Civil Engineers: Water and Maritime Engineering, Issue WM2, (2003) pp. 193–204
Simulation of free surface flow around a VLCC hull using viscous and potential flow methods, Ocean Engineering 36 (2009) 691–696 [18] W.S.
Journal of Mechanical Engineering 45 (6), 222–228 June (2009)

Classification and Evolution of Technical Methods of Master Planning Compilation Linshen Wang1,3,a, Jianbo Ni2,b, Yun Yuan3,c, Hongtao Yu1,d and Kun Pan4,e 1School of Architecture, Tianjin University ,Tianjin, 300073, China 2School of Architecture and Urban Planning, Shandong Jianzhu University，Jinan, Shandong, 250101, China 3School of Civil Engineering and Architecture, University of Jinan, Jinan, Shandong, 250022, China 4 Tianjin Bohai Urban Planning & Design institute, Tianjin, 300451, China acea_wangls@ujn.edu.cn, bninijb@163.com, ccea_yuany@ujn.edu.cn, dyuhongtao1125@163.com, ejoyousgarden@qq.com Keywords: Technical Methods, Pure Technique, Social Technique, Technical Rationality, Value Rationality.
Engineering technical methods plays a major role due to the architectural origin of urban planning in China.
Compared with Methods for Urban Planning Formulation (Edition 1991, hereinafter referred to as Old Methods) and as regards central city planning, New Methods adds one engineering item , deletes the road cross-section requirements and simplifies the special planning requirements[2], the proportion of engineering items also reduces significantly.
Therefore, the application of engineering technical methods will decrease as the project content is reduced.
Since the 1950s, China’s master planning has adopted the “engineering design” methods, namely, the planners design the various professional parts according to the state quota and targets, and finally integrate to form the master planning.

Engineering optimization design method of discrete variable-Theory and application.
Iowa: Department of Civil Environmental Engineering.
College of Aerospace and Material Engineering.
Department of Mechanic Engineering, Dalian University of Technology.(2006)
The 3rd Int Conf on Advanced Computer Theory and Engineering.(2010).

Research on Shear Strength of Compacted Loess WANG Juan-juan1, a, DENG Jun-tao1,2 b, Wu Song-lin3,c 1College of Civil Engineering, Xi’an University of Architecture and technology, Xi’an 710055, China 2China JK Institute of Engineering Investigation and Design, Xi’an 710043, China 3China Metallurgical Group northwest Geotechnical Engineering Xi’an 710119, China ajuanjuan0022@163.com, bdjt4990322@163.com,c10714532@QQ.com Keywords: Compacted loess, Moisture, Dry density, Shear strength.
It is the nature of highway engineering research.
Loess Engineering Performance Chapter[M].
Journal of Traffic and Transportation Engineering[J].
Chinese Journal of Geotechnical Engineering, 1992, 1: 268-272

Control Surveying and Structural Health Monitoring Applied in Large Bridge Shaotang Liu 1, a, Xirui Liu 2,b and Fuqin Yang 1, c 1Department of Civil Engineering, Henan Institute of Engineering, Zhengzhou,China 2 School of Foreign Language, Zhengzhou University,Zhengzhou, China alst@163.com, blxr@126.com, Cyfq@163.com Keywords: Bridge health monitoring; Control surveying; Bridge monitoring; Abstract.
The experiences can be the reference to the construction of other similar kind of engineering.
At the beginning of the engineering, the primary plane control points on the bank are surveyed by high stand leveling.
The systems are used in all kinds of engineering construction.
Roberts, Xiaolin Meng and Alan Dodson. “ Single Frequency GPS for Bridge Deflection Monitoring”.Progress and Results of 1st FIG International Symposium on Engineering Surveys for Construction Works and Structural Engineering, Nottingham, United Kingdom, 2004

Sliding Mechanism Analysis and Treatment for Rock Pile Subgrade in GuiZhou Province Jiajia Zheng1, 2, a, Lijian Wu1, b,and Runhua Guo2, c 1Key Laboratory for Road Structure &Material of the Ministry of Transport, Research Institute of Highway of Ministry of Transport, Beijing, China 2School of Civil Engineering, Tsinghua University, Beijing, China azjbambll@163.com, blj.wu@rioh.com, cguorh@tsinghua.edu.cn Keywords: Rock Pile Body; Sliding Mechanism; Treatment Measures; Monitoring and Control Abstract: There are a lot of rock pile body around GuiZhou mountain area, highway construction will pass by these bad geological body inevitably, the fill subgrade built on rock pile body is liable to instability and slip.
JTG C20-2011 Code for Highway Engineering Geological Investigation[S].
GB 50330-2002 Technical Code for Building Slope Engineering[S].
Genetic Analysis and Stability Assessment of Longjing Landslide in GuiZhou[J].Soil Engineering and Foundation, 2007,21(5):59-61
GB 50026-93 Code for Engineering Surveying[S].

Evaluation of the SIF for the Multiple Crack Problems LIU Jun-yu 1,2, a, ZHANG Ping1,b ,LIAO Meng-han1,c and NING Bao-kuan 1 School of Architecture & Civil Engineering, Shenyang University of Technology, Shenyang 110870, China 2 Faculty of Infrastructure Engineering, Dalian University of Technology, Dalian 116024, China aliujunyu2003@163.com, bzp200912@sina.com, cmooohee123@gmail.com, dningbk@126.com Keywords: Stress intensity factor; Multiple crack problem; Scaled boundary finite element method; Fracture mechanics; Orthotropic materials.
International Journal for Numerical Methods in Engineering, 2004, 61: 1332-1357 [5] Song Chong-min.
Engineering Fracture Mechanics, 2005, 72:1498-1530 [6]LIU Jun.
Computational Methods on Applied Mechanics Engineering, 1997, 147:329-55 [8] Wolf J P, Song Chong-min.
International Journal for Numerical Methods in Engineering, 1998, 42: 927-942 [11] Tan C L, Gao Y L.

The row and distance of bolt and cable are equal for the general mining engineering, we can be sure , .In addition, to reflect the dynamic reliability of the equivalent coupled rock, firstly as displacement ()a fixed amount
According to geotechnical engineering specifications, for permanent engineering, that geotechnical engineering reliability should be greater than 90% can meet the engineering requirements.
Civil Engineering Reliability Theory and Application [M], Beijing: China Building Industry Press. 2005:398-433(in Chinese) [2] HE Manchao, SU Yonghua.
Research on reliability of underground soft rock engineering[J], Chinese Journal of Geotechnical Engineering , 2003,25(1):55-57.
(in Chinese) [3] GAO qian, YANG Zhiqiang, YANG Zhifa, Instability forecast and risk evaluation of the surrounding rock masses for a large space stope[J],Chinese Journal of Geotechnical Engineering, 2000, 22(5):253-257.

The compressive tests were performed using a SHPB system made by School of Civil Engineering, Hunan University of Science and Technology.
According to the quasi-static tensile test, an engineering stress – elongation curve was drawn as shown in Fig.5.
Both engineering stress and engineering strain have the relationships with true stress and true strain as follows [10]:
(2) Where σe is the engineering stress and εe is the engineering strain.
When the engineering stress σe and engineering strain εe were 1072MPa and 0.22, respectively, the true stress value was 1309MPa.

Mechanics and Engineering of Loess [M].
Hydrogeology & Engineering Geology, 2010，37(4):63-67,“In Chinese”
[7] “Handbook of Engineering Geology”, Editorial Board.
Handbook of Engineering Geology [M]. 3rd ed.
Engineering Geology , 86(2006), p.70.